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<br />TILLIT TESTWO A ENOINEEAINO COMPANY
<br />WATn0t A. TRM,,. jX, P5, blDeeo(�w1.CNn
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<br />PRQDUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2WO
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-CATEQ ORY: Storm Panels
<br />PRODUCT NAME: 90 pAOE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER:
<br />4800 S.W. 61 Street
<br />Davis, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Ttlllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protaatlon Products, LLC, Rule Chapter No.
<br />01020.3, Method 1 D of the Florida Department of Business and
<br />Prof eslonal Regulstion.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In oaso of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOG. [IM ► IP.E.Q,L
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />*hosts 1 thru 26 of 26 prepared by Tibacc, Inc.; signed and sealed by Watter A.
<br />Tlllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part %��Ia
<br />V Evaluation Report, %01 ' 'took
<br />No. 44187
<br />6355 N.W. 36th Street, Suite 303, Miami, Florida 33166 - Phcme: (305) 871-1530 - opt I, � hit a1N1
<br />exontlrs�l , z
<br />2.2..IEMEPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 162e of the Florida Building Code. Un')form static loads
<br />as per TA I p S 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, inc., Reports # 96-689 dated 08/09/1908, #98.570 dated 09118/1996,
<br />#96-T30 dated 09/20/1996; all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04MO11998 and
<br /># 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2000.
<br />signed and seated by Frank Grate, P-E.
<br />?,ABLSTRUCTURAL E.N.GINRING CALCULATIONl3:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by TipecO, Inc.,
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A. TiIBE, Jr., P. E.
<br />3- MISSILE IMPACT RESISTANCE•
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4A WIND LOAM RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />le,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No.
<br />20.176. Maximum Anchor Sparing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 16, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.178,
<br />S. INSTALLATION•
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 20, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14. 16, 25 and 26 of 28, of Product Evaluation Document
<br />(P.E.D-), drawling No, 20-1711. L1�1u
<br />�`I•#��PIAni/((i'4
<br />�� al`�•�?GEN�c••'.�'P
<br />�T s, T ,r
<br />I-1�2fS7ATE OF
<br />/QRI lbw
<br />"AN1M1111MU1(11
<br />i 1.. TEL
<br />B,a) IN CASE THAT PRMIST $FDIC OltPRECAST CONCRETE PANELS, STUCCO OR MOOD BOARDS K FOUND Ow THE
<br />All 021L so"
<br />DO-* WAN- MOOM SMMU K LONG ENOUGH W REACH THE WIN STRUCTURE BMW SUCH PANELS
<br />t S10W FARM MOM ON THIS PRODUCT EVWLUAION MOnMa ((�FIED) PAS KEN VWn R OWLMF a IN
<br />FO
<br />MOORAGE SMA L K WOMW BN AS MIE7 .1) AND 92).
<br />ACCORDANCE WITH BLIN THE 2020 17" EDITION) OF THE FLORIDA DM CODE
<br />(C) m c� a m 'mom SF1Cr n 1Y UIMN- �. L
<br />OEM MO LOAD( SMALL K DETERMINED As PER KCrOW INO OF THE ABOVE MENTIONED CODE
<br />VW A Wa0 aP[EO AS lBDNMO 9T TIME C} wIE1E TNU[ lTN7T1ER5 WILI K ilk MO
<br />- ,/4. TAMPON MICHORS, AS MNNIiACTURED BY 0,11f BWIDEIL INC.
<br />- 014-10 PANELLMTE FEM A 10 AND FAHELNAM PLUS MCNORS. 49 MANUFACTURED B, ELCO CONSTRUCTION PRODUCTS
<br />FOR A OMIECTIONAl1Y iAtT011 K/-0.0.V. USRIO :IBC[ 7'D'N-14 AM SHALL N07 ERLIIO THE MAO" (ASO)
<br />- 1 /1.9 iJG SCREWS PER N D.S.
<br />0131001 PRESSURE WTINOS INOFCATED ON SHQIS 7 TW1U 12. It. 15. 16, tB A 2D.
<br />- 7/19`0 r 5/B• WOOD 9USWNO. As DavokRED By ALL Pow So", BOLT a1 WEMALN Co.
<br />N ORDER TO VON" THE MM WNDIIION. ULTIMATE DOOM WIND LOADS DETERMINED PER ASIDE 7-10
<br />SWILL K FIRST REDUCED 70 AS.D OEM WING WAGS BY MULIIPLYM THE/ BY 09 N ORDER To
<br />C 1) MINIMUM THAGDLD POKIMTVN INTO WOOD O TAPPON ANCHORS SHALL K 11/r AM 2• FOR CLCO PAICIAIATE PLUS
<br />COMPARE THESf W/ MAR. (ASO) DESIGN PRESSURE PAT" OOCAYS ON $1,10711111 7 TARN 12. 11, 15, 14 19 A 20
<br />AO PANE TALE FEMALE 1D,
<br />IN OFM TO YMY THAT MNCFIORS ON THIS ►ED. AS TWO WERE NOT a" W FCBM. A a3R OCWpaE. IN KLOWABLE
<br />C.2) MINIMUM TWIAD(0 POEOATION Or LAD SCREW, WIM ME WOOD FRAME LID SHILL K T T//2' NO rIRKADCO
<br />PENETRATION INTO STCCO SHALL BE CONSIDERED K PART OF THE RMARVD TMRrjDW PpICIglTION.
<br />S7M FOR WIO LOANS WAS BQL USED W THEIR ANALYSIS. FAVO111I1I /PACWO 10 WOO: HAS KEN OERNMWIFD At
<br />ACCORDANCE V M NO.S 2010.
<br />C a) MINIMUM EDGE DISTANCE Or LAG SCREWS. NTo WOOD SMALL K AS INDICATE) IN THIS DMWM
<br />STOW PANEL'S AOEQUACE FOR WPM AND MO NnWka HAS KEH VEWIM N ACCORDANCE ON SECTION 1429 1»
<br />THE ABOVE MENTIONEDC.4)
<br />CODE AS PER WMBBdNE ONdEDEO 3TIN0 INC. AE>'OIR 99-5M, 96-570 IN 9a-ISO AND
<br />A 7E
<br />MINIMUM PEEETRAiON OF W000 BURNING SMALL K S/B'. 1/4' /-20 %CE1F5 USED SHALL K , 1/r LONG IIwMUM
<br />FEE4INATIDM TE%TNC LAS INC., REPORTS 02032 102125 . AS PROTOCOLS TAS-201, TAS-202 AM TAS-203.
<br />SHOULD STUCCO COST. AND 1• MINIMUM FOR WALLS ON No STUCCO.
<br />AS WELL AS MOWR W TEST W Or SOUK FLORIDA REPORT /Oa W.01 -00, AS PER TAS 201. LAB 202 AND
<br />TAS 203 STARDMDD.
<br />Csi CASE OOEOCAST CONCRETE A�OR WODO
<br />FOUND ON TT/C E1WG
<br />PRECAST [ �MOUCH
<br />2, ALL ALUMINUM 1EXTRuSION9 TO K 60/3-76 ALLOY MID tEAIPOI. (UNUM OTHEWWI% wam). SEE SHEET 2
<br />WALL ANCHORS SAL HP
<br />To WAN THE MAIN STRUCTURE SUCIANEEL
<br />AKUOWOE SHALL K AS MENTIONED IN C.01 C I) a CA)
<br />] ALL AAA*" SHEET METAL USED AI CLOSURES %HALL HAVE 3105-4414 AIRY.
<br />(0) ANCHORS SMALL 9E N1111AU D FOAVMK ALL OF RH ftMMWNDATONS AND SPECIFICATIONS Or THE ANCTOWS WNUFACTWILR.
<br />A ALL STELL SNLEI *CAL PAMCLS SHALL PAVE SIRUCTUIML QUALITY STEEL AWN A-03 CAWS 30 MINIMUM. O-60
<br />OALL9H2RD STEEL MS*MYION WM- 54.5 W (AFTER AMUCC).
<br />B. PANELS MAY ALSO K INSTALLED MORWCORNLT FO .O'MIMO p/STALATIOM DETAILS SNOW N ON SECTION a IIMMUON 10 (SHEETS 4
<br />DMM04 a) E31CM TWU HEADERS (:I Am INHAL NOT K USED
<br />S. ALL SCREWS TO K STAINLESS STEEL 304 ON ale AB SERIES OR COMMUS04 RESISTANT COATED CARBON STEEL A9 PER
<br />ON 50010 11/ t0 W MO ETRENOM AND 90 IM TIME %TKNgHI M SHALL COMPLY W/ FLORIDA FAMIpNG CODE
<br />9 It sHIN1 K THE NE5r0119eq/TY OF It* CONTRACTOR 70 VIA"TK 501NONC96 Of THE SITKCTIINE WHERE 9HaJtTOt IS TO K
<br />SECTION Ntt.a.C.4.
<br />ATNCHMD TO "AM PROPER ANCIOMM TWS SHUITOI SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD TRUE
<br />IMIID"M
<br />S. Ban 70 K ASTM A-1107 DANWJN® STEEL. OR A,yl A04 SOIEs STAIRESS s7EE1. WTN is I,M MRMW VELD
<br />SITIENCNHL
<br />10. EACH REGULAR STORM PANEL WITH WOO M DOW ItTHROUGH t2'-4, AS PER SECTIONS 9, S. 9 110 AND ALTERNATIVES if*.9w
<br />T AKTaRS TO WPLL OWL K w5 FOLLOWS
<br />R loll ON SHErts C, A k 12 RESPECTNElr SWYL NAVE A LEWRI NO READILY VOSU MARIMIC 9NSTRUCTRIO MER OR
<br />TOW M SECURE PANELS WITN APPLICABLE ROWORCOACNT ORaD POISON Or HURRICANE WAMK
<br />U) IO �' "^ -"v _�L = G - ��.
<br />11 THE IVISTAAAION COWW M K To SEAL/CAULK ALL SHUTTER COMPMEM EWES WHICH ROWN IN CONIENOUS CONTACT WOH
<br />- 1/4•4 TAMPON ANCHORS AS W A WnMM BY Lt.W. BURR, INC. (Mtn r,:-3192 Ppr).)
<br />- 1/4• I . 7//' V NC. (Nil. I'c-& au.)
<br />RANCHOS. AS MNI1P'WJW BY
<br />THE SAIDNC TO 1RMW WIND~ 1117WISION.
<br />D-SIE
<br />- 1/4Y A s/4• SOUO-SET AMGIORS, AS DISIMIVIEO Br All POINT 901[W, BQ.r f SPECIALTY CO
<br />L PO S
<br />12. STORM PANEL IPA "ON SHALL COM LV WWW SPECS INDICATED IN THIS O"*K PLUS ANT BUR.DING AND 20NWC REMaA7gNt
<br />r4.aooD
<br />(uI, Pal)
<br />PROVIDED BY THE JURISDICTION WHERE ►ERMW ISAPPLRb ro
<br />- /14-10 PA1tU"t ITMAF O A PANG -MATE PLUS ANCHdK. AS MWL X-VU ED ST O.SD COWMAT" PRODUCTS.
<br />(UN. rt-a700 M'L)
<br />13. (A) THIS PRODUCT EVALUATION DOCUMENT (Pt 0)) PREPARED K EN THIS OWCER r6 ODIUK MO OM NOT PROVIDE NFOIYLTON
<br />FUR A SNIT PROJECT:
<br />- 1/4•0 OFTAP-OOP ANCHORS, AS M440FACIUEO K YM-MST C0904MUMN (f' -5900 PCI.)
<br />SPECIFIC le. WHERE THE SO[ CONDITIONS OCVATT rWW THE ►.EO
<br />At Will Y OAKOMENT OF TAVCIAN M04C a INTO POURED CONCRETE SMALL K 1 3/4': 2• FOR PARYLLAMTE rDANE
<br />(.) CONIRACTOR TO K RCWONSINE FOR THE SEUCcnOM, PuRCINSTALLATION AND W Atim D LIVE %MEN• OF THIS PROOUCI
<br />BUM ON THIS PA 0. PROVIDED NIJ" a= Not Or"T FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />O Am PIWHIATE PLUS AND 1 1/4• MR Cr TAP-" ANCHORS
<br />CONSTRUCTION SAFETY AT SITE D THE CONTWCIOR'S RESPONSIBIAM
<br />A2) CALR-IN I SOId1-SET ANCHOR!: SMALL K EMKWEO 7/r INTO THE POURED CONCRETE NO EMKOMEM WTO
<br />(e) THIS PRODUCT EVALUATION cocumew WILL K CONSIDERED NNALa 11, MOOM
<br />STUCCO SHALL K POU"M It$- 11-20 9011171115 USED SIVIAL K 1 1/2' LONG MINIMUM SHOULD STUDOD OOSt.
<br />RD 1' MINIMUM FOR WALLS WITH NO STUCCO. 00 MAY K MCADOT S01KWS OR ALL THREAMO $CRLMR W/O HEAD.
<br />(4) SITE SPECIFIC PROJECTS SHALL K PREPARED ON A FLORIDA REOSI(MO ENOOIEER OR ARD*TFU WHICH WILL BECOME 14
<br />an WITI WINO NUTS
<br />EMOWIER Or WAMN (E.Wt) MR THE PROJECT MO WHO WILL K NETRIONSRAC FOR THE
<br />PROPER UK OF THE PC 0. EMMNEM Or ACCORD. ACTING As A DEEGTED 0004 A To THE
<br />A,]) IN CASE THAT PIOCOT %TOME PRECAST CONCRETE PANFLS. PAVCRS. STUCCO Olt WOOD BOARDS BE FOUND ON INT
<br />P.E.D ENCMRR, %HMU SUBMIT TO TWS LATTER THE SITE SPECIFIC ORAWMCS FOR REVIEW,
<br />E%15111NC WALL OR FLOW ANCHORS %HAL K LAND ENCJCH TO REACH THE MAN STRICTURE BMW SUCH
<br />PANELS ANCHORAGE SULL K AS WJRIOFED IN At) AND N A.2).
<br />(e) THIS PE D. SFNLL BEM IMF GTE AND OWOkAL SEAL AND SOATLNE OF ?HE PROfSSDMAL
<br />ENGINEER OF RECORD THAT PRUMW IT
<br />(B) rO -arvc CONCRETE cool IIMLL AQq..g-yy.
<br />- 1/4' P TAPOON AKHM AS WNUFAC7UR M BY I T A 9lALDEx. INC.
<br />LABEL SHALL K LOWED ON 1 READILY 'ASrIIE lOGTON A
<br />14 SHUTTER MANSHUTTER
<br />- 1/4' A . 7/I' CAtx-W ANCORS. AS NMANACTUKO IN DCRKT NAG (MIN r..1500 N+.)
<br />LSfORM
<br />IN ACCORD ASCL
<br />SMALL SHAJTTDR M ACCORDANCE WITH 9 LAS E 17DO C DP FLORIDAWITH B T0001 1 COOE. ONE THE
<br />SHALL K PIACED FOR (VERY OPOMHO. LAeEU1C TO COMPLY M71H1 SFC'TOM 1)09.9.2 OF 1HE
<br />- 1/t'a x 7/1' SOl1D-Sg AFrCH10JLS, q OKtRIBVTED n ALL TRJW1 SCREW, BNT I SP[CMLT,' CO.
<br />FLORIDAONBUNI.DaB CODE
<br />(MIN TgIKD P.W.)
<br />- /14-10 PANEUMTP. FINIALS 10 AND PANE((M7E PLUS MORS. OAS W WACNRED NYELCO CONSIWUG'nON
<br />OH
<br />TM DWMIO SMALL ONLY K IMED 7O
<br />PRODUCTS (MIN, rF-2o71 a.') pT/A IN/lN OBTAIN MRS IN 1HE STATE OF ROIIGA
<br />- 1/4• • CF TM-=P ANCHORS. AS 1AINUFACTURFO BY IRN-FAST CORPORATION A• %r
<br />V`�E�
<br />01) M MIUM EMBEDMENT OF TAP" ANCHORS. E.CO PANELIAATES AND OF TAP -GRIP ANCHOR. NTO THE •"••
<br />FLORIDA BUILDING(High CODE h V119ci HurrT00
<br />flu" UNO 9MLL K I qe.
<br />' NO.4
<br />NDn9 wrrm. AR
<br />20 GAM DM VARIED STEEL STORM PANEL
<br />,
<br />B.2) fYK-W Is SQB1-SET ANCHORS 9N,1 BE t71BEDI7E0 T/9' 1NT0 THE CONCRETE tTLOCI III. No
<br />167
<br />INTO StuCCO MlAtl K PEAMIn(U. t/1' 0-20 SCMWS USED f11A11 K t 1/2' LONG MINIMUM
<br />EAST. ANO t' MOO" FOR WALLS WON No SnICCO. 'Q7. 4TA
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<br />B. MATERIAL CHA R'ACTERiSj►Q$ AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No-20.176. Anchor specifications shall be ae Indicated On sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E,D.), drawing No. 20476,
<br />7._LIMITA71ONS AND CONDITIONS OF USE:
<br />7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on shoat 1 of 26, as well as General Notes # 1 thru 4 and 11 thru IS, Indicated
<br />on sheet 21 of 2e of Product Evaluation Document (P.E.D.), drawing No, 20.176
<br />prepared by Tllteco; Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1020.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-OW0719),
<br />.44167
<br />STATE OF 5
<br />10RiD"' ►
<br />rN s/01V AL �N
<br />%Nunnnu(ul
<br />"ArA.L
<br />DA TTLTECO AOMON RECORDS AP. a. REPORT.20 ( GLOBAL PROTECTION PRODUCTS, LLC t 20 BAGS
<br />GALVANIZED OTEEL STORM PANrtL(ORWG a M'T7e t REPORT A 2"rA&o1
<br />/T-IL ECO Iwo.
<br />TILLR TESTING S ENSIM99PIND COMPANY
<br />wactlatLn. to T r> PROD: IUCT EVALijjATION REPORT
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUWCATEGORYT Storm Panals
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protecting Products. L C
<br />48W S.W. 51 Street
<br />Devie, Florida 33314
<br />Htcpoo�aBl.com
<br />R.P.T. LATWwH4 4401
<br />1LL..A. IAWIw x.. 391AN 9
<br />1, _PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />10 # 1900) to the Global Protection Products, LLC, Rule Chapter Me.
<br />GiG20.3, Method 1D of the Florida Department of Business and
<br />Professional Regushon.
<br />This product Is being Issued an Evaluation Report as described hereht, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />.'t&PRODUCT EVALUATION iiQ±il MFNT (P.ED.1:
<br />Drawing No, 20.175, titled'24 GAGE GALVANIZED STEEL STORM PANEL',
<br />shoals 1 thru 18 of 18 prepared by711tow, Inc„ signed and scaled by Waiter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inteRpltUrlt(+pidhNa
<br />Evaluation Report.`
<br />167
<br />Ik VtATE OF
<br />/.355 N.W. Stith Street, Suite 305, N ismi, Florida 33166 - Photse: (305) 871.11*,?rFljW,00f-1531
<br />,COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1-)
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<br />WLWMBLD STEEL
<br />:' f ',�„r• }II� /BIM A-102 r
<br />2 ••..,2.057- GOMM%la ® . \ / 2.oDo' ✓, '/ 1 !..� 2.Okr• � -40 04V DEB.-•
<br />f ri \
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<br />PRODUCT YVAI.L•.An0*BQE GRT11n. 204217.82 2
<br />2s- TEST REPORTS•
<br />Largo missiles Impact load tests were performed under SSTD 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lob of South Florida, Repbrt # 0814.01-01 dated 03M 1 /02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largoespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 6 203 as per section 1809.1.2 of the Florida
<br />Building Code, Test Report prepared by American Testing Lab of South Florida,
<br />Report No. I l aD1-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-6 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. MLICTURAL ENGINEERING CALCULATIONS,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well an maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo,
<br />Inc., dated 12/18/10 and 08>27/13 (for tits revision), signed and sealed by Walter
<br />A. 71111t, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE.
<br />Large misaite Impact under section 1609,1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. MOND LOADS RE_SISIMCL,
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on shoots 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.DJ, drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16
<br />and 18 of 10, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gaga Galvanized Stool Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard.
<br />F
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, 16 and 18 of 16, of Product Evaluation Document
<br />(P.E.D.), drawling No. 20.176.
<br />4A.MATIERIAL CHARACTERISTICS AND SPECIFICATIONS•
<br />Shall be strictly in accordance with. General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175,
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No.20-175.
<br />7. LIMITATIONS AND CONDMONS OF USE,•
<br />7, 1. Shall be strictly In complierve with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175
<br />prepared by Tllteco. Inc, and signed and sealed by Walter A. Tillft, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1%0.2 of the Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Welter A. IMIlt, Jr., P.E. (Florida License
<br />No. 44167), President of TlReco. Inc. (Florida CA-0006719).
<br />WATILL
<br />O:t T!L'ra,CO AD,MON RHCOMpe. 4
<br />OALVAN12a0 eTpft STORM PANEL
<br />1 /4, 2/4. 3/4. 4/4. 5/5, 7/5.
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W/11 & 7W/1111
<br />Wx ANCHORS: MR CONCRETE SEE SCEDU E ON SHEETS 0 4 9T- _ r MAX
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